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Data File CPT441 02-23-06 09 09 <br /> Operator B BUCKNAM Location CPT-02 <br />' Cone ID 510 Job Number <br /> Customer TEST AMERICA Units English <br /> •Depth Qt Fs Fs/Qt Pw SPT N* Soil Behavior Type <br /> (ft) (TSF) (TSF) M (PSI) 60% Hammer Zone UBC-1983 <br /> 0 16 9 4 0 260 2 765 0 30 5 3 clay <br /> 0 33 6 9 0 250 3 620 0 40 7 3 clay <br />' 0 49 4 3 0 250 5 800 0 70 4 3 clay <br /> 0 66 2 8 0 130 4 631 0 50 3 3 clay <br /> 0 82 2 6 0 110 4 217 0 60 2 3 clay <br /> 0 98 1 8 0 100 5 525 0 70 2 3 clay <br />' 1 15 2 5 0 100 3 991 0 40 3 3 clay <br /> 1 31 4 6 0 260 5 645 0 40 5 3 clay <br /> 1 48 7 3 0 520 7 119 0 30 7 3 clay <br /> 1 64 9 8 0 640 6 529 0 20 8 3 clay <br /> 1 80 7 1 0 420 5 915 0 00 7 3 clay <br /> 1 97 4 5 0 210 4 665 0 10 5 3 clay <br /> 2 13 5 2 0 200 3 845 0 10 5 3 clay <br /> 2 30 7 0 0 230 3 285 0 10 6 3 clay <br /> ' 2 46 5 9 0 100 1 694 0 20 6 3 clay <br /> 2 62 6 9 0 270 3 912 0 10 9 3 clay <br /> 2 79 15 B 0 740 4 683 0 10 14 3 clay <br /> 2 95 22 6 1 030 4 557 0 10 17 3 clay <br /> 3 12 14 8 0 760 5 135 0 10 14 3 clay <br /> 3 2B 7 5 0 440 5 866 0 10 9 3 clay <br /> 3 44 4 4 0 380 8 634 0 10 6 3 clay <br /> 3 61 8 2 0 400 4 876 0 20 10 3 clay <br /> ' 3 77 18 4 0 420 2 282 0 20 7 5 clayey silt to silty cla <br /> 3 94 19 3 0 350 1 813 0 20 7 6 sandy silt to clayey sil <br /> 4 10 20 1 0 250 1 244 0 10 7 6 sandy silt to clayey sil <br /> 4 27 18 7 0 150 0 802 0 20 7 6 sandy silt to clayey sil <br /> 4 43 15 8 0 170 1 076 0 30 6 5 clayey silt to silty cla <br /> 4 59 17 0 0 900 5 293 0 20 21 3 clay <br /> 4 76 31 7 2 170 6 844 0 30 30 3 clay <br /> 4 92 45 1 2 960 6 562 0 50 38 3 clay <br /> ' 5 09 41 2 2 820 6 841 1 50 40 3 clay <br /> 5 25 39 6 2 240 5 663 3 90 38 3 clay <br /> 5 41 39 1 2 510 6 428 3 50 40 3 clay <br /> 5 58 46 6 2 770 5 950 3 60 44 3 clay <br /> ' 5 74 53 1 3 400 6 399 2 50 47 3 clay <br /> 5 91 46 5 3 450 7 415 2 00 46 3 clay <br /> 6 07 43 8 3 010 6 878 4 40 43 3 clay <br /> 6 23 45 8 2 940 6 423 5 10 45 3 clay <br /> ' 6 40 53 0 3 460 6 531 5 40 53 3 clay <br /> 6 56 68 3 3 820 5 594 5 80 63 11 very stiff fine grained ( <br /> 6 73 76 6 4 440 5 797 6 40 74 11 very stiff fine grained ( <br /> 6 89 85 9 4 810 5 599 7 10 80 11 very stiff fine grained ( <br /> ' 7 05 87 4 5 120 5 858 7 40 84 11 very stiff fine grained { <br /> 7 22 89 3 5 130 5 746 5 40 82 11 very stiff fine grained ( <br /> 7 38 78 7 4 620 5 867 3 40 75 11 very stiff fine grained ( <br /> 7 55 67 8 4 710 6 944 2 10 66 11 very stiff fine grained ( <br /> ' 7 71 59 0 4 330 7 339 -0 20 69 11 very stiff fine grained { <br /> 7 87 88 9 6 370 7 162 2 50 78 12 sand to clayey sand (*) <br /> 8 04 343 6 8 000 2 328 -1 50 79 7 silty sand to sandy silt <br /> 8 20 308 9 5 960 1 930 -3 00 77 8 sand to silty sand <br /> ' 8 37 310 3 8 230 2 653 -1 90 134 12 sand to clayey sand {*) <br /> 8 53 217 9 10 220 4 690 -7 60 220 11 very stiff fine grained <br /> 8 69 162 4 10 760 6 626 -7 40 161 11 very stiff fine grained <br /> 8 86 122 9 9 570 7 787 -6 60 124 11 very stiff fine grained <br /> ' 9 02 102 1 8 700 8 521 -6 60 108 11 very stiff fine grained <br /> *Soil behavior type and SPT based on data from UBC-1983 <br />